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St. Alban’s August 2009

500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

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Page 1: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

St. Alban’s

August 2009

Page 2: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

St. Alban’s

Page 3: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

Static Water Level – Church Well

Page 4: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

0.001

0.01

0.1

1

10

0.1 1 10 100 1000 10000

Time Since Pump Started (min)

Dra

wd

ow

n (

m)

Levelogger Date

Date: July 10-12, 2009

Q = 332 L/min

CW

P2

P3

P1

53 hr Aquifer Test – Church Well

Page 5: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

Static Water Level – Sea Farm Well

Page 6: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

0.001

0.01

0.1

1

10

100

0.1 1 10 100 1000 10000

Time Since Pump Started (min)

Dra

wd

ow

n (

m)

Levelogger DateDate: July 15-18, 2009 Q = 232 L/min

SFW

DFA

P1

P2

72 hr Aquifer Test – Sea Farm Well

Page 7: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

1

10

0 1 10 100 1000 10000

Time Since Pump Started (minutes)

Dra

wd

ow

n (

m)

Date: July 22-24, 2009 Levelogger Date

Recirculating

Condition (?)

48 hr Aquifer Test – Town Well #8

Page 8: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

Interference Test

0

1

2

3

4

5

6

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000

Time Since Pump Started (min)

Dra

wd

ow

n (m

)

8

9

10

11

12

13

14

Dra

wd

ow

n fo

r S

FW

(m

)

Levelogger Date Test: Interference test Site: St. Alban's Date: July 15-25, 2009 Pump Start on July 15, 16:22

Pump Starts

in SFWPump Starts

in CW

Pump Starts

in Town Well

SFW

SFW-P2

SFW-DFA

SFW-P1

SFW

SFW-P2

SFW-DFA

SFW-P1

CW

CW-P2

CW-P1

CW

CW-P2

CW-P1

Town Well

Page 9: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

Proposed Water Usage New Facility St Albans

0

50

100

150

200

250

300

Make u

p (

Daily in

Lp

m)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Month

Page 10: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

0

500

1000

1500

2000

2500

20-Aug 30-Aug 9-Sep 19-Sep 29-Sep 9-Oct 19-Oct 29-Oct 8-Nov 18-Nov 28-Nov

Date (2008)

Avera

ge U

sag

e (

m3/d

ay)

0

500

1000

1500

2000

2500

20-Aug 30-Aug 9-Sep 19-Sep 29-Sep 9-Oct 19-Oct 29-Oct 8-Nov 18-Nov 28-Nov

Date (2008)

Avera

ge U

sag

e (

m3/d

ay)

O. B. Yield

0

500

1000

1500

2000

2500

20-Aug 30-Aug 9-Sep 19-Sep 29-Sep 9-Oct 19-Oct 29-Oct 8-Nov 18-Nov 28-Nov

Date (2008)

Avera

ge U

sag

e (

m3/d

ay)

Based 400 L per day per person

O. B. Yield

0

500

1000

1500

2000

2500

20-Aug 30-Aug 9-Sep 19-Sep 29-Sep 9-Oct 19-Oct 29-Oct 8-Nov 18-Nov 28-Nov

Date (2008)

Avera

ge U

sag

e (

m3/d

ay)

Based on 400 L per person per day

Make up (Daily in m3/day)

AugustSeptember

OctoberNovember

O. B. Yield

Average Town Daily Water Usage

O. B. Yield

Page 11: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

• M B & A Ltd Report – Total Yield of Overburden Aquifer – 2,160 m3/day.

• Town Usage – 550 to 2,020 m3/day.

• Town needs – 1,250 people at 400 litres per person per day – 500 m3/day.

• Fish Plant – estimated at 300 to 600 m3/day .

• Total Town needs – app. 1,100 m3/day.

• Fire flows from storage and well capacity

Assessment and Background

Page 12: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

• (2,160 – 1,100 m3/day) = 1,060 m3/day.

• Bedrock aquifer not included in MB&A Ltd

report.

• Bedrock wells can produce in excess of 600

litres/minute in the short term.

• Bedrock aquifer is a leaky confined aquifer.

• Possible long term yield from bedrock wells

ranging from 100 to 600 m3/day.

• Swanger Cove estimated to yield about 15 to

50 m3/day of fresh to brackish water.

• Fish Hatchery Demand peaks in April

Conclusions – Water Availability

Page 13: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

• Stakeholders

Town, including the Fish Plant

DFA – research/service site

DMA and DOEC – Water Supply

Fish Hatchery

DFO – Swanger Cove River low flow

Future Industrial Developments

• Water needs are much less than water usage due to leaks in Town’s pipelines

• Fix the leaks – free up over 1,000 m3/day

Points for Discussion

Page 14: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

• COS collected data on the bedrock aquifer that is needed to calibrate a future 3D flow model.

• Consider fixing major leaks in the Town’s water distribution network.

• Leak fix will free up water for future Town and Industry growth.

• Town wells need to be rehabilitated and specific capacity restored.

Points for Discussion

Page 15: 500 Presentation 090820-v3...P1 53 hr Aquifer Test – Church Well. Static Water Level – Sea Farm Well. 0.001 0.01 0.1 1 10 100 0.1 1 10 100 1000 10000 Time Since Pump Started (min)

• Water needed for the fish hatchery exists in the overburden aquifer through bedrock wells.

• Additional water is available from the bedrock aquifer and Swanger Cove area.

• Consider fixing the major leaks in the Town’s water distribution network.

Conclusion